Analysis and Application of Double Annular Supporting in Irregular Deep Foundation Pit

Wang Tao

doi:10.3969/j.issn.1007-2993.2013.03.002

Volume 27 Issue 3

Jul. 2021

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Wang Tao. Analysis and Application of Double Annular Supporting in Irregular Deep Foundation Pit[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2013, 27(3): 115-117,121. doi: 10.3969/j.issn.1007-2993.2013.03.002

Citation:

Wang Tao. Analysis and Application of Double Annular Supporting in Irregular Deep Foundation Pit[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2013, 27(3): 115-117,121. doi: 10.3969/j.issn.1007-2993.2013.03.002

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Analysis and Application of Double Annular Supporting in Irregular Deep Foundation Pit

doi: 10.3969/j.issn.1007-2993.2013.03.002

Wang Tao

Chemical Industry Geotechnical Engineering Co., Ltd, Nanjing 210009, Jiangsu, China

Received Date: 2013-03-05

Abstract

Abstract

Based on engineering example,this article is carried out on characteristics and stress mechanism of double annular supporting system.Differences between monitoring actual value and design value are discussed.Problems about design and constructions process that should be paid attention to are analyzed.A suitable enclosure method for irregular deep foundation pit is provided.
- double annular supporting system,
- irregular deep foundation pit,
- plane frame system